Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 67
The structural frame and secondary members shall be designed and constructed
to carry all dead , live and other loads to which they may be subjected both
during erection and after completion of the structure . Unless otherwise provided
for in ...
The structural frame and secondary members shall be designed and constructed
to carry all dead , live and other loads to which they may be subjected both
during erection and after completion of the structure . Unless otherwise provided
for in ...
Page 85
5 per cent Carrying 3 floors and roof . . . . . 10 per cent Carrying 4 floors and roof .
. . . 15 per cent Carrying 5 or more floors and roof . . . 20 per cent Live Load
Reductions for Manufacturing Buildings , Stores and Garages Carrying the roof .
5 per cent Carrying 3 floors and roof . . . . . 10 per cent Carrying 4 floors and roof .
. . . 15 per cent Carrying 5 or more floors and roof . . . 20 per cent Live Load
Reductions for Manufacturing Buildings , Stores and Garages Carrying the roof .
Page 144
No hook shall be assumed to carry a load which would produce a tensile stress
in the bar greater than 10 , 000 pounds per square inch . Any mechanical device
capable of developing the strength of the bar without damage to the concrete ...
No hook shall be assumed to carry a load which would produce a tensile stress
in the bar greater than 10 , 000 pounds per square inch . Any mechanical device
capable of developing the strength of the bar without damage to the concrete ...
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
21 other sections not shown
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Common terms and phrases
adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood